REPORTS ON COMPLETED PROJECTS - Lehigh University

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BIBLIOGRAPHY OFREPORTS ON COMPLETED PROJECTS

Fritz Engineering LaboratoryDepartment of Civil Engineering

Lehigh UniversityBethlehem, Pennsylvania

,September, 19-63 .

This Bibliography contains the list of publishedand unpublished reports issued at Fritz Engineering Laboratory on the Research Projects terminatedbefore February 1963.

Readers are referred to F. L. Reports 237.18 and237.l8A for information concerning currentresearch projects under investigation, and thoseterminated since February 1963.

This Bibliography was prepared by Dundar Kocapglu.

Fritz Engineering Laboratory Report No. 237.24

237 0 24

*No reports

i

TABLE OF CONTENTS

Title

PHYSICAL AND ELECTRICAL .PROPERTIES OF SLATE

WELDED CONNECTIONS OF BEAMS TO COLUMNS

RIVETED AND WELDED STEEL COLUMNS

EFFECT OF CURRENT ON STRENGTH AND DUCTILITY OF WELDS

CONCRE.TECOLUMN INVESTIGATIONS

COMPRESSIVE STRENGTH OF CONCRETE IN FLEXURE

RIVETED CONNECTIONS OF BEAMS TO COLUMNS

THE EFFECTS OF A CLAY ADMIXTURE ON CONCRETE

STRENGTH OF WELDED CONNECTIONS IN ANGLES

DUNAGAN BUOYANCY APPARATUS

.STUDY OF ELEGTRIC:TELEMETERS

SHEARING STRENGTH OF REINFORCED CONCRETE BEAMSHAVING BENT UP BARS

QUALITY AND ECONOMY OF CONCRETE

WEB BUCKLING IN STEEL BEAMS

STRENG'rH AND DURABILITY OF CONCRETE CONTAININGDIFFERENT AGGREGATES

SHEARING PROPERTIES AND POISSON'S RATIO OFSTRUCTURAL AND ALLOY STEELS

WEB CRIPPLING OF STEEL BEAMS

QUALITY OF CONCRETE WITH DIFFERENT CEMENTS

CONCRETE COLUMNS WITH HIGH PERCENTAGE OFREINFORCEMENT

TORSIONAL RESISTANCE OF STRUCTURAL STEEL SECTIONS

REINFORCED BRICK COLUMNS

EFFECT OF SIZE AND SHAPE OF STEEL TEST SPECIMENS

COMBINED STRESSES IN FILLET WELDS

237.24

..Project No o

~, 165

166

167

168

169

170

171

172

173

174

..i 175

176

177

178

179

180

181

182

183

-, 184

185•

186

187

188

189

ii

TABLE OF CONTENTS (cont'd)

Title

PHOTOELASTIC STUDIES

LOAD CARRYING CAPACITY OF SEAT ANGLES

SHRINKAGE OF CONCRETE

BEHAVIOR OF FILLET WELDS IN BENDING AND SHEAR

EFFECT OF STRESS CONCENTRATIONS ON TORSIONALPROPERTIES

BATTLEDECK FLOOR SYSTEMS

STATIONARY WIRE ROPES INTENSION AND BENDING

WELDED STRUCTURAL BRACKETS

REINFORCING BARS IN SLAB S

WELDED BEAM-COLUMN CONNECTIONS

STEEL TRANSMI SSI ON TOWERS

TWO-WAY REINFORCED CONCRETE SLABS

WELDED GIRDERS WITH INCLINED STIFFENERS

EFFECT OF PLASTIC FLOW ON STRENGTH OFREINFORCED CONCRETE

.AN INVESTIGATION OF PLUG AND SLOT WELDS

VIERENDEEL TRUSS

RIGID FRAMES IN STEEL

TENSILE STRENGTH OF CONCRETE

BEAMS REINFORCED WITH HIGH YIELD STRENGTH STEELS

BOND STRENGTH OF RUSTED BARS

WELDED BUILDING FRAMES

BALANCED DESIGN OF REINFORCED CONCRETE BEAMS

FATIGUE PROPERTIES OF STEEL WIRE

INFLUENCE OF THE PHYSICAL PROPERTIES OF METALON THEIR STRUCTURAL BEHAVIOR

SHORT STEEL .COLUMNS

,;,

'w'

11

237.24

Project No.

190

191

192

193

194

195

196

197

198*

199

200

201

202

.203

204

205B

205D

205F*

205G

206

208

209

,211

213

215

. *No repor,ts

iii


Title

COVERED ELECTRODE WELDS

SEMI-RIGID BEAM~TO~COLUMNCONNECTIONS

FLEXIBLE WELDED ANGLE CONNECTIONS

CRANE GIRDERS

WELDED BEAM CONNECTIONS

WEB CRIPPLING ABOVE SEAT ANGLES.

WELDED BUILDING CONNECTIONS

ST1FFENED PLATES IN COMPRESSION

COLUMNS AS,A PART OF A FRAME

INFLUENCE OF VISCOSITY ON CENTRIFUGAL PUMPPERFORMANCE

INDUSTRIAL TESTS

VIBRATION TESTS OF WIRE AND CABLES

HOT METAL LADLE S

ULTIMATE STRENGTH OF BEAMS

COLUMN INVESTIGATIONS

PLASTIC BEHAVIOR OF BEAMS

INDUSTRIAL FRAMES

DEFLECTIONS AND THE FACTOR OF SAFETY

REPEATED LOADING

PHOTOELASTIC INVESTIGATION OF STRESSES IN~CRANE LADLE HOOKS

PRESSURE VESSEL RESEARCH

TWO MILLION INCH-POUND TORSION TESTING MACHINE

TORSION OF BUILT-UP COLUMNS

SHELL ROOF' CONSTRUCTION

NON-UNIFORM TORSION1N BUILT~UP GIRDERS

j,

237.24

ProJe'ct No.

217

218

219

121

222

225

226

227

228

229

230

231

232

233

235

236

238

240

242

243

244

246

247

252

255

iv


Title

COLUMN RESEARCH COUNCIL

DESIGN OF CHAINS

HILL'S CREEK SPILLWAY·MODELI

ITORSION STUDY OF RIVETED COLUMN SECTIONS

LITTLE PINE CREEK DAM CONTROL

DAM MODEL STUDY WAYNESBORO (ANTIETAM)

COLLAPSE STRENGTH OF STEEL COLUMNS

STRENGTH OF LARGE DIAMETER BOLTS

LIT~E PINE CREEK OUTLET .STRUCTURE

PRESTRESSED CONCRETE BOND (WIRES)

PRESTRESSED BRICK BEAMS

PRESTRESSED TIMBER

BOND OF PRESTRESSED CONCRETE (STRANDS)

WELDED INTERIOR BEAM-COLUMN CONNECTIONS

THE EFFECT OF PRESTRESSING CONCRETE COLUMNSIN THE ELASTIC RANGE

1955 EXPANSION OF FRITZ LABORATORY

AGING AND BENDING STRENGTH OF STEEL BEAMS

DYNAMIC TESTS OF PRESTRESSED CONCRETERAILROAD SLAB S

WELDED RIGID CONNECTIONS LOADED IN TENSION

ALLOWALBE STRESSES IN BOLTED STRUCTURAL JOINTS

COLUMNS WITH PERFORATED COVER PLATES

LATERAL LOAD TEST OF BRICK WALL

BOX SECTIONS IN PLASTIC DESIGN

CONTINUOUS CONCRETE PAVEMENTS (YORK)

TESTS OF LONG CONCRETE BEAMS

.,'

j

237.24

Project No •

257

258

260

262

264

265

268

272

275

282

M S THESES, 1929-1943

AUTHOR INDEX

SUBJECT INDEX

v


Title

POTENTIAL FLOW IN CIRCULAR BENDS BYELECTRICAL ANALOGY

MECHANICAL BEHAVIOR OF CHEMICALLY TREATED SOILS

BUCKET-TYPE ENERGY DISSIPATORS (Preliminary Study)

BUCKET-TYPE ENERGY DISSIPATORS

INFLUENCE SURFACES FOR BRIDGE SLABS

ACCELERATED FATIGUE TESTS

ROTATION CAPACITY REQUIREMENTS

HIGH STRENGTH STEEL "T-1"

TESTS OF AN ALUMINUM BRIDGE

PREFLEXED BEAMS

i

237.24

Project 142

142.1

Project 143

143.1

PHYSICAL AND ELECTR!CALPROPERTIES.OFSLATE

Fuller, ~. O.TESTS"OF PHYSICAL AND ELECTRICAL PROPERTIES OF SLATE,1921

WELDED CONNECTIONS OFBEAMS TO COLUMNS

Jensen, C. D.A STUDY OF BEAMS WELDED TO COLUMNS, M. S. Thesis,Lehigh University, 1929

142.1

143.1

*143.2

If

'",'Pro ject 144

144.1

144.2

*144.3

Project 145

*145.1

Uhler, E. H. and Jensen, C. D.AN INVESTIGATION OF WELDED CONNECTIONS BETWEEN BEAMSAND COLUMNS, Welding Journal, Vol. 9 (1930)

RIVETED AND WELDED STEEL COLUMNS

Slater, W. A. and Fuller, M. O.PRELIMINARY REPORT OF TESTS OF RIVETED AND WELDEDSTEEL COLUMNS, 1929

Slater, W. A. and Fuller, M. O.TESTS OF RIVETED AND WELDED STEEL COLUMNS, 1930

Slater, W. A. and Fuller, M. O.TESTS OF RIVETED AND WELDED STEEL COLUMNS, Trans .

. ASCE, Vol. 99 (1934), p. 112, Reprint No. 90

EFFECT OF CURRENT ON STRENGTHAND DUCTILITY OF WELDS

Jensen, C. D.EFFECT OF CURRENT ON STRENGTH AND DUCTILITY OF ARCWELDS, Welding Journal, Vol. 10 (1931)

144.1

145.1

* Published Paper, reprints not available

•

237.24

Project 146

146.1

146.2

146.3

*146.4

*146.5

146.6

*146.7

146.8

146.9

*146.10

*146.11

146.1

CONCRETE COLUMN INVESTIGATIONS

Lyse, I.ABSTRACTS OF AMERICAN REPORTS ON REINFORCED CONCRETECOLUMN INVESTIGATIONS, 1930

Lyse, I.ABSTRACTS OF EUROPEAN REPORTS ON REINFORCED.COLUMNINVESTIGATIONS, 1930

Kreidler, C. L.PRELIMINARY STUDIES FOR REINFORCED CONCRETE COLUMNINVESTIGATION, 1930

Slater, W. A. and Lyse, I.FIRST PROGRESS REPORT ON COLUMN TESTS AT LEHIGHUNIVERSITY, Proc.AC1, Vol. 27, (1931), p. 677

Slater, W.A. and Lyse, I.SECOND PROGRESS REPORT ON COLUMN TESTS MADE AT LEHIGHUNIVERSITY, Proc. AC1, Vol. 27, (1931), p. 791

Slater, W. A. and Lyse, I.THIRD PROGRESS REPORT ON COLUMN TESTS AT LEHIGHUNIVERSITY, Proc. AC1, Vol. 28 (1932), p. 159,Reprint No. 18

Lyse, I and Kreidler, C. L.FOURTH PROGRESS REPORT ON COLUMN TESTS AT LEHIGHUNIVERSITY~ Proc. AC1, Vol. 28 (1932), p. 317, ReprintNo. 19

Kreidler, C. L.TESTS OF REINFORCED CONCRETE.COLUMNS SUBJECTED TOLARGE ·PERCENTAGES OF THEIR ULTIMATE LOADS FOR LONGPERIODS OF TIME, M. S. Thesis, Lehigh University, 1932

Kreidler, C. L.PROGRESS REPORT ON COLUMNS INCLUDED IN SERIES 4, 1932

Lyse, . I.FIFTH PROGRESS REPORT ON COLUMN TESTS AT LEHIGHUNIVERSITY, Proc .. AC1, Vol. 29 (1933), p. 433,Reprint No. 20

Lyse, I.THE BEHAVIOR OF A COMPOSITE MEMBER CONSISTING PARTLY OFAN ELASTIC AND PARTLY OF A SEMI-PLASTIC MATERIAL, FourthInternational Congress for Applied Mechanics, Cambridge,England, 1934


237.24

Project 147

*147.1

*147.2

147.1

COMPRESSIVE STRENGTH OFCONCRETE IN FLEXURE

Slater, W. A. and Lyse, I.COMPRESSIVE STRENGTH OF CONCRETE IN FLEXURE AS DETERMINEDFROM TESTS OF REINFORCED BEAMS, Prot. AC1, Vol. 26 (1930),p. 883

Slater, W. A. and Lyse, I.NEW SERIES OF TESTS COMPARES BEAM AND CONTROL-CYLINDERSTRESSES, ENR, Vol. 105 (July 1930)

:!

Project 149

149.1

149.2

149.3

*149.4

Project 151

151.1

*151. 2

THE EFFECTS OF A CLAYADMIXTURE ON CONCRETE

Parkison, G. W.PROGRESS REPORT ON EFFECT OF A CLAY ADMIXTURE ONCONCRETE, 1930

Parkison, G. W.NOTES ON INPUT AND OUTPUT MEASUREMENT IN PERMEABILITYTESTS, 1931

Parkison, G. W.THE EFFECTS OF CLAY ON THE COMPRESSIVE STRENGTH,PERMEABILITY AND OURABILITY OF CONCRETE, M. S. Thesis,Lehigh University, 1931

Lyse, I.TESTS INDICATE EFFECT OF FINE CLAY IN CONCRET~ ENR,Vol. 113 (1934), p. 233, Reprint No.1

DUNAGAN' BUOYANCY 'APPARATUS " '''".

Holme, J. M.REPORT ON DUNAGAN'S BUOYANCY APPARATUS, 1931

Nettles, H. R. and Holme, J. M.A STUDY OF THE ANALYSIS OF FRESH CONCRETE WITH THE,DUNAGAN BUOYANCY APPARATUS , Proc. ASTM, Vol. 33 (1933),p. 297, Reprint No.2

149.1

151.1


237.24

Project 153

153.1

153.2

Project 154

**154.1

*154.2

**154.3

*154.4

*154.5

*154.6

*154.7

*154.8

153.1

SHEARING STRENGTH OF REINFORCED CONCRETEBEAMS HAVING BENT UP BARS

Gibbons, J. and Stabler, D. B.SHEAR TESTS ON REINFORCED CONCRETE BEAMS, M. S. Thesis,Lehigh University, 1932

Gibbons, J. and Stabler, D. B.SHEAR TESTS ON REINFORCED CONCRETE BEAMS, 1932

QUALITY AND ECONOMY OF CONCRETE 154.1

Lyse, 1.CEMENT-WATER RATIO BY WEIGHT PROPOSED FOR DESIGNINGCONCRETE MIXES, ENR, Vol. 107 (1931), p. 723, ReprintNo. 29

Lyse, 1.SIMPLIFYING.DESIGN AND CONTROL OF CONCRETE MIXES, ENR,Vol. 108 (1932), p. 248, Reprint No. 30

Lyse, 1.VISUALIZING CONCRETE ECONOMY IN TERMS OF STRENGTH, ENR,Vol. ,109 (1932),p. 109, Reprint No. 31

Lyse, 1.TESTS ON CONSISTENCY AND STRENGTH OF CONCRETE HAVINGCONSTANT WATER CONTENT, Proc. ASTM, Vol. 32 (1932), p. 629,Reprint No. 32

Lyse, 1.RELATION BETWEEN QUALITY AND ECONOMY OF CONCRETE, Proc. AC1,Vol. 29 (1933), p. 325, Reprint No. 33

Lyse, 1.COMPRESSIVE STRENGTH OF CONCRETE, Report of Significanceof Tests of Concrete and Concrete Aggregates, ASTMSpecialTechnical Bulletin 22, 1935, Reprint No. 40

Wernisch, G. R.CEMENT-WATER RATIO--A SIMPLER METHOD, Concrete, Dec. 1935

Lyse, 1.A STUDY OF THE QUALITY,THE DESIGN, AND THE ECONOMY OFCONCRETE, Journal of the Franklin Institute, Vol. 221, 222(1936), Reprint No. 39

* Published Paper, reprints not available** Published Paper, reprints available

•

237.24

Project 155

155.1

*155.2

155.1

WEB BUCKLING IN STEEL BEAMS

Lyse, I. and Godfrey, H. J.INVESTIGATION OF WEB BUCKLING IN STEEL BEAMS, 1933

Lyse, I. and Godfrey, H. J.INVESTIGATION OF WEB BUCKLING IN STEEL BEAMS, Trans. ASCE,Vol. 100 (1935), p. 675, Reprint No.5

Project 156

156.1

STRENGTH AND DURABILITY OF CONCRETE CONTAININGDIFFERENT AGGREGATES

Holme, J. M.STUDIES OF CONCRETE GIVING QUALITIES OF TEN DIFFERENTAGGREGATES, 1933

156.1

*156.2 Lyse, I. and Holme, J. M.DURABILITY STUDIES OF CONCRETE AND AGGREGATES, Proc. AC1,Vol. 30 (1934), p. 121, Reprint No.4

Project 157

157.1

SHEARING PROPERTIES AND POISSON'S RATIO OFSTRUCTURAL AND AtLOY:~STEELS

Godfrey, H. J.THE PHYSICAL PROPERTIES OF STRUCTURAL AND ALLOY STEELS,M. S. Thesis, Lehigh University, 1933

157.1

*157.2

Project 158

158.1

Lyse, I. and Godfrey, H. J.SHEARING PROPERTIES AND POISSON'S RATIO OF STRUCTURAL ANDALLOY STEELS, Proc. ASTM, Vol. 33 (1933), p. 274, ReprintNo. 3

WEB CRIPPLING OF STEEL BEAMS 158.1

Lyse, I. and Godfrey, H. J.WEB CRIPPLING OF STEEL BEAMS, June 1933


•

237.24

Project 159

159.1

*159.2

Project 160

**160.1

159.1

QUALITY OF CONCRETE WITH DIFFERENT CEMENTS

Comins, H.. D.STRENGTH AND DURABILITY OF DIFFERENT CEMENTS, M. S. Thesis,Lehigh University, 1934

Lyse, I.EFFECT OF BRAND AND TYPE OF CEMENT ON STRENGTH.ANDDURABILITY OF CONCRETE, Proc. AC1, Vol. 31 (1935), p. 247,Reprint No. 36

CONCRETE COLUMNS WITH HIGH 160.1PERCENTAGE OF REINFORCEMENT

Lyse, I.TESTS OF REINFORCED CONCRETE COLUMNS, Civil Engineering,Vol. 3 (1933), p. 366-368, Reprint No. 34

J

237.24

Project 161

161.1

161. 2

161.3

*161.4

*161. 5

*161. 6

*161. 7

161.1

TORSIONAL RESISTANCE OF STRUCTURALSTEEL SECTIONS

Johnston, B. G.PROGRESS REPORT ON TORSIONAL INVESTIGATION OF STRUCTURALSECTIONS, 1934

Johnston, B. G.THEORETICAL AND PRACTICAL APPLICATIONS OF THE MEMBRANEANALOGY TO THE TORSIONAL PROPERTIES OF STRUCTURAL.STEELBEAMS, M. S. Thesis, 1934

Lyse, I. and Johnston, B. G.STRUCTURAL BEAMS IN TORSION, 1934

Lyse, I. and Johnston, B. G.STRUCTURAL BEAMS IN TORSION, Trans. ASCE, Vol. 101 (1936)p. 857, Reprint No.8

Johnston, B. G.TORSIO~L RIGIDITY OF STRUCTURAL SECTIONS, CivilEngineering, Vol. 5, (1935), p. 698

Johnston, B.. G.TORSION TESTING MACHINE OF 750,000 IN-LB CAPACITY, ENR,Vol. 114 (1935), p. 310, Reprint No.6

Lyse, I.A STUDY 0F STRUCTURAL .SECTIONS SUBJECTED TO TORSION,Journal of Faculty Sciences, University of Istanbul,Jan. 1937

Project 162 REINFORCED BRICK COLUMNS 162.1

*162.1

*162.2

*162.3

*162.4

Lyse, I.REINFORCED BRICK COLUMNS AT LEHIGH UNIVERSITY, ENR, Vol. 110(1935), p. 345, Reprint No. 21

Lyse, I.TESTS OF REINFORCED BRICK COLUMNS, Jo~rnal of AmericanCeramic Society, Vol. 16 (1933), pp. 584-597, Reprint No. 23

Lyse, I.TESTING MACHINE CAPABILITY DOUBLED ~Y SPECIAL LOADING, ENR,Vol. 111 (1933), p. 248, Reprint No. 22

Lyse, I.REINFORCED BRICK COLUMNS, ENR, Vol. 112 (1934), p. 12,Reprint No. 24


..

237.24

Project 163

*163.1

163.1

EFFECT OF SIZE AND SHAPE OFSTEEL TEST SPECIMENS

Lyse, I. and Keyser, C. C.EFFECT OF SIZE AND SHAPE OF TEST SPECIMEN UPON THE OBSERVEDPHYSICAL PROPERTIES OF STRUCTURAL STEEL, Proc. ASTM, Vol. 34(1934), p. 202, Reprint No. 35

Project 164 COMBINED STRESSES IN FILLET WELDS 164.1

*164.1 Jensen, C. D.COMBINED STRESSES IN FILLET WELDS, Welding Journal, Vol.13, (Feb. 1934)

....

Project 165

165.1

PHOTOELASTICSTUDIES

Stewart, D. M.FIRST PROGRESS REPORT OF SEAT ANGLE INVESTIGATION BY .PHOTO-ELASTIC METHODS, 1934

165.1

•

*165.2

*165.3

165.4

*165.5

Lyse, I. and Stewart, D. M.. A PHOTOELASTIC STUDY OF BENDING IN WELDED SEAT ANGLE

CONNECTIONS, Welding Journal, Vol. 14 (1935), Reprint No.7

Lyse, I.;afidStewart, D. M.Discussion ofSTRES~ES AT /I. CRACK, SIZE OF THE CRACK, ANDTHE BENDING OF REINFORCED CONCRETE, by Westergaard, H. M.,Proc. AC1, Vol. 31 (1935), p. 87

Ehasz, F. L.A MANUAL ON PHOTO ELASTICITY, 1935

Reynolds, J. B. and Ehasz, F. L.LOADED SPOKED VEHICLE WHEELS, Journal of the AmericanSociety of Agricultural Engineers, Vol. 17 (1936), pp.155-161


•

237.24

Project 166

166.2

166.3

166.4

**166.5

*166.6

166.1

LOAD CARRYING CAPACITY OF SEAT .ANGLES

Schreiner, N. G.FIRST PROGRESS REPORT ON SEAT ANGLE RESEARCH, 1934

Schreiner, N. G.PROGRAM AND.SPECIFICATIONS FOR SEAT ANGLE RESEARCH, 1934

Lyse, I. and Schreiner, N. G.FIRST PRELIMINARY REPORT ON THE INVESTIGATION OF WELDEDSEAR ANGLE CONNECTIONS, 1934

Lyse, I. and Schreiner, N. G.AN INVESTIGATION OF WELDED SEAT ANGLE CONNECTIONS, WeldingJournal, Vol. 14 (1935), Reprint No. 10

Jensen, C. D.Discussion on INVESTIGATION OF WELDED SEAT ANGLECONNECTIONS, Welding Journal, Vol. 14 (1935)

Project 167 SHRINKAGE OF CONCRETE 167.1

*167.1

167.2

*167.3

Lyse, I.SHRINKAGE OF CONCRETE, Proc. ASTM, Vol. 35 (1935), p. 383,Reprint No. 37

Lyse, I.ABSTRACT OF "SHRINKAGE OF CONCRETE", 1935

Lyse, I.VOLUME CHANGES IN CONCRETE, Concrete, Vol. 44 (1936), p. 10,Reprint No. 38

Project 168

168.1

BEHAVIOR OF FILLET.WELDS INt

BEND ING AND SHEAR

Schreiner, N. G.THE BEHAVIOR OF FILLET WELDS WHEN SUBJECTED TO BENDINGSTRESSES, M. S. Thesis, Lehigh University, 1935

168.1

*168.2 Schreiner, N. G.THEBHEAVIOR OF FILLET WELDS WHEN SUBJECTED TO BENDINGSTRESSES,We1ding Journal, Vol. 14 (1935), Reprint No. 11


237.24

Project 169

169.1

*169.2

169.1

EFFECT OF STRESS CONCENTRATIONS ONTORSIONAL PROPERTIES

Ehasz, F. L.EFFECT OF SIZE AND SHAPE OF STRUCTURAL MEMBERS ONTORSIONAL BEHAVIOR, 1935

Ehasz, F. L.Discussion on STRUCTURAL BEAMS IN TORSION, by Lyse, I.and Johnston, B. G., Trans. ASCE, Vol. 101 (1936), p. 918,Reprint No.8

Project 170 BATTLEDECK FLOOR SYSTEMS 170.1

•

170.1

170.2

**170.3

Lyse, I. and Madsen, I. E.FIRST PROGRESS REPORT ON STRUCTURAL BEHAVIOR OF BATTLEDECKFLOOR SYSTEMS, 1935

Lyse, I. and Madsen, I. E.SECOND PROGRESS REPORT ON STRUCTURAL BEHAVIOR OF BATTLEDECKFLOOR SYSTEMS, 1936

Lyse, I. and Madsen, I. E.STRUCTURAL BEHAVIOR OF BATTLEDECK FLOOR SYSTEMS, Trans. ASCE,Vol. 104 (1939), pp. 244-274, Reprint No. 15

Project 171

171.1

STATIONARY WIRE ROPES INTENSION AND BENDING

Stewart, D. M.THE BEHAVIOR OF STATIONARY WIRE ROPES IN TENSION ANDBENDING, M. S. Thesis, Lehigh University, 1935

171.1

*171.2

*171.3

171.4

Stewart, D. M.BEHAVIOR OF STATIO lARYWIRE ROPES IN TENSION AND BENDING,Trans. ASCE, Vol. 102 (1937), pp. 606-650, Reprint No. 9

Madsen, I. E.Discussion of BEHAVIOR OF STATIONARY WIRE ROPES IN TENSIONAND BENDING, by Stewart, D. M., Trans. ASCE, Vol. 102 (1937),pp. 644-647, Reprint No.9

Madsen, 1. E.THE FAILURE OF STATIONARY WIRE ROPES IN TENSION AND BENDING,M. S. Thesis, Lehigh University, 1936


237.24

Project 172

*172.1

172.1

WELDED STRUCTURAL BRACKETS

Jensen, C. D.WELDED STRUCTURAL BRACKETS, Welding Journal, Vol. 15,(Oct. 1936), pp. g-15

..

Project 173

173.1

*173.2

173.3

REINFORCING BARS IN SLABS

Lyse, 1. and Wernisch, G. R.CONCRETE SLABS REINFORCED WITH LOW AND HIGH YIELD POINTSTEELS, 1936

Lyse, I. and Wernisch, G. R.A STUDY OF REINFORCEMENT IN CONCRETE SLABS, Proc. AC1,Vol. 33 (1936-37), p. 1, Reprint No. 16

Wernisch, G. R.BOND STUDIES OF DIFFERENT TYPES OF REINFORCING BARS,M. S. Thesis, Lehigh University, 1937

173.1

*173.4 Wernisch, G. R.BOND STUDIES OF DIFFERENT TYPES OF REINFORCING BARS, Proc. AC1,Vol. 34 (1937), Reprint No. 17

Project 174

*174.1

174.2

WELDED BEAM-COLUMN CONNECTIONS

Lyse, 1.ADVANTAGES OF WELDING IN CONTINUOUS STRUCTURES, WeldingJournal, Vol. 14 (1935), Reprint No. 12

Gibson, G. J.PROGRESS REPORT ON WELDED BEAM-COLUMN CONNECTIONS, 1936

174.1

*174.3

*174.4

*174.5

Lyse, I. and Gibson, G. J.WELDED BEAM-COLUMN CONNECTIONS, Welding Journal, Vol. 15,(1936)

Lyse, I. and Gibson, G. J.EFFECT OF WELDED TOP ANGLES ON BEAM-COLUMN CONNECTIONS,Welding Journal, Vol. 16 (1937), Reprint No. 13

Lyse, I. and Mount, E. H.EFFECT OF RIGID BEAM-COLUMN CONNECTIONS ON COLUMN STRESSES,Welding Journal, Vol. 17 (1938), Reprint No. 42


237.24

Project 175

175.1

175.2

175.1

STEEL TRANSMISSION TOWERS

Ehasz, F. L.A STUDY OF TRANSMISSION TOWERS, M. S. Thesis, Lehigh University,1936

Godfrey, H. J.TRANSMISSION TOWER TEST, 1936

Project 176

176.1

TWO-WAY REINFORCED CONCRETE .SLABS

Langmus, G.. W.PROGRESS REPROT - TWO-WAY REINFORCED CONCRETE SLABINVESTIGATION, 1936

176.1

176.2

176.4

176.5

Langmus, G.. W.AN INVESTIGATION OF RECTANGULAR REINFORCED CONCRETE SLABS,SUPPORTED ON ALL SIDES, M.S. Thesis, Lehigh University,1937

Lyse, I. and Langmus, G. W.TESTS OF TWO-WAY REINFORCED CONCRETE SLABS, 1937

Ondra, O.AN INVESTIGATION OF SQUARE .REINFORCED CONCRETE SLABSSUPPORTED ON ALL SIDES, M. S. Thesis, Lehigh University,1940

Project 177

177 .1

WELDED GIRDERS WITH INCLINED STIFFENERS

Lotz, W. F.WELDED GIRDERS WITH INCLINED STIFFENERS, B. S. Thesis,Leh}ghUniversity, 1936

177.1

*177.2

*177 .3

Jensen, C. D. and Lotz,W. F.WELDED GIRDERS WITH INCLINED STIFFENERS,.WeldingJourna1,Vol. 16 (1937)

Jensen, C. D. and Antoni, C. M.WELDED GIRDERS WITH INCLINED STIFFENERS, Welding .Journal,Vol. 20 (1941), pp. 170s-182s


237.24

Project 178

178.1

178.2

*178.3

*178.4

178.1

EFFECT OF PLASTIC FLOW ON STRENGTH OFREINFORCED CONCRETE

Wernisch, G. R.SUMMARY OF LONG-TIME BEAM TESTS, 1936

Lyse, I. and Wernisch, G. R.PLASTIC FLOW IN REINFORCED CONCRETE BEAMS, 19?7

Lyse, 1.DER BEIWERT N 1M EISENBETONBAU, (The "n" Value inReinforced Concrete Design), Beton und Eisen (Berlin),April 7, 1937

Lyse, 1.THE MODULAR RATIO - A NEW METHOD OF DESIGN OMITTING N.Concrete and Constructional Engineering, (England),July 1937, Reprint No. 41

Project 179

179.1

AN INVESTIGATION OF PLUG AND SLOT.WELDS

Gibson, G. J.AN INVESTIGATION OF PLUG AND SLOTWELDS,M. S. Thesis,Lehigh University, 1937

179.1

*179.2 Gibson, G.J.AN INVESTIGATION OF PLUG AND SLOT WELDS, Welding Journal,Vol. 16 (1937), Reprint No. 14

Project 180 VIERENDEEL TRUSS 180.1

180.2 Mylchrees~,. G... D.A PHOTOELASTIC.STUDY OF STRESS INA MODEL VIERENDEEL TRUSS,M. S. Thesis, Lehigh University, 1938

Project 181 RIGID FRAMES IN STEEL 181.1

•181.1

*181. 2

Black, W. E.PROGRESS REPORT ON RIGID STEEL .FRAME INVESTIGATION, 1937

Lyse, I. and Black W. E.AN INVESTIGATION OF STEEL RIGID FRAMES, Trans. ASCE, Vol.107 (1942), p. 127


237.24

Project 182

182.1

182.1

TENSILE STRENGTH OF CONCRETE

Black, W. E.TENSILE S~RENGTHOF CONCRETE IN TENSION, FLEXURE ANDTORSION, M. S. Thesis, Lehigh University, 1938

Project 183 BEAMS REINFORCED WITH HIGH YIELDSTRENGTH STEELS

183.1

**183.1 Johnston, B. G. and Cox, K. C.HIGH YIELD-POINT STEEL AS TENSION REINFORCEMENT .IN BEAMS,Proc. AC1, Vol. 36 (1940), p. 65, Reprint No. 45

Project 184 BOND STRENGTH OF RUSTED BARS 184.1

184.2

*184.3

Cox, K. C.BOND STRENGTH OF RUSTED DEFORMED BARS, PRELIMINARY REPORT,1939

Johnston B. G. and Cox, K. C.THE BOND STRENGTH OF RUSTED DEFORMED BARS, Proc. AC1, Vol. 37(1941), p. 57, Reprint No. 49

Project 185 WELDED BUILDING FRAMES 185.1

*185.1

**185.2

Johnston, B. G. and Mount, E. H.DESIGNING WELDED FRAMES FOR CONTINUITY, Welding Journal,Vol. 18 (1939), Reprint No. 46

Johnston, B. G. and Mount, E. H.ANALYSIS OF BUILDING FRAMES WITH SEMI-RIGID CONNECTIONS,Trans., ASCE, Vol. 107 (1942), p. 993, Reprint No. 53


237.24

Project 186

186.1

*186.2

Project 187

187.1

187.2

**187.3

*187.4

186.1

BALANCED DESIGN OF REINFORCEDCONCRETE BEAMS

Cox, K. C.THE BALANCED DESIGN OF REINFORCED, RECTANGULAR CONCRETEBEAMS, M. S. Thesis, Lehigh University, 1939

Cox, K. C.TESTS OF REINFORCED CONCRETE BEAMS WITH RECOMMENDATIONS FORATTANING BALANCED DESIGN, Proc. AC1, Vol. (38) 1942,pp. 65 to 80

FATIGUE PROPERTIES OF STEEL WIRE 187.1

Godfrey, H. J.Discussion of FATIGUE TESTS OF WIRE, by Wampler and A11emen,ASTM Bulletin No. 101, Dec. 1939, p. 18

Godfrey, H. J.Discussion of FATIGUE TESTS ON ZINC-COATED STEEL WIRE, byWatt, D. G., Proc. ASTM, Vol. 40 (1949), p. 730

Godfrey, H. J.THE FATIGUE AND BENDING PROPERTIES OF COLD DRAWN STEELWIRE, Trans. American Society of Metals, Vol. 29 (1941),p. 133, Reprint No. 52

Godfrey,H. J.THE PHYSICAL PROPERTIES OF STEEL.AS AFFECTED BY VARIATIONSIN THE DRAWING OPERATIONS, Proc. ASTM, Vol. 42 (1942), p. 513


237.24

Project 188

*188.1

188.2

*188.3

*188.4

188.5

188.1

INFLUENCE OF THE PHYSICAL PROPERTIES OFMETAL .ON THEIR STRUCTURAL BEHAVIOR

Johnston, B. G.THE STRUCTURAL SIGNIFICANCE OF STRESS, Civil Engineering,Vol. 9 (1939), pp. 291-294, Reprint No. 43

Johns.ton, B. G.MEMORANDUM TO MEMBERS OF THE ASCE SUBCOMMITTEE, 1940

Johnston, B. G.Discussions on SYMPOSIUM ON SIGNIFICANCE OF THE TENSIONTEST OF METALS IN RELATION TO DESIGN,ASTM Proc. Vol. 40(1940), pp. 592-593 and 601-602

Johnston, B. G. and Opi1aCOMPRESSION AND TENSION TESTS OF STRUCTURAL ALLOYS, Proc.ASTM Vol. 41 (1941), pp. 1-27, Reprint No. 56

Lu~ey, H. G.PIN-CONNECTED PLATES, BSCE Thesis, Lehigh University, 1942

Project 189

189.2

189.3

SHORT STEEL COLUMNS

Cheney, L. T.SHORT STEEL COLUMNS PROGRESS REPORT, 1939

Cheney, L. T.MEMORANDUM ON STEEL COLUMN FORMULAS AND TESTS, 1941

189.1

*189.4

*189.5

*189.6

Johnston, B. G. and Cheney, L. T.STEEL COLUMNS OF ROLLED WIDE-FLANGE SECTION PROGRESS REPORTNO.1, AISC Research Report No. 190, Nov. 1942, Reprint No. 58

Johnston, B. G. and Cheney, L. T.STEEL COLUMNS OF ROLLED WIDE-FLANGE ,SECTION PROGRESS REPORTNO.2, AISC Research Report No. 191, Nov. 1942, Reprint No. 59

Johnston, B. G.LATERAL BUCKLING OF I-SECTION COLUMN WITH ECCENTRIC ENDLOADS IN PLANE OF THE WEB, ASME Journal of Applied Mechanics,Vol. 8 (1941), p. A-176, Reprint No. 55


237.24

Project 190

*190.1

190.1

COVERED ELECTRODE WELDS

Godfrey, H. J. andMount,E. H.PILOT TESTS ON COVERED ELECTRODE WELDS, Welding Journal,Vol. 19 (1940), Reprint No. 48

Project 191 SEMI-RIGID BEAM-TO-COLUMN CONNECTIONS 191.1

**191. 2

**191. 3

Project 192

Johnston, B.G.DESIGN ECONOMY BY CONNECTION RESTRAINT, Engineering NewsRecord, Vol. 125 (Oct. 1940), p. 74, Reprint No. 51

Hechtman, R. A. and Johnston, B. G.RIVETED SEMI-RIGID BEAM-TO-COLUMN BUILDING CONNECTIONS,AISCResearch Report 206, Nov. 1947, Reprint No. 62

FLEXIBLE WELDED ANGLE CONNECTIONS 192.1

**192.1 Johnston, B. G. and Green, L. F.FLEXIBLE WELDED ANGLE CONNECTIONS, Welding Journal, Vol. 19(1940), pp. 402s-408s, Reprint No. 50


237.24

Project 193

193.1

193.2

193.3

193.4

193.5

193.6

193.7

193.8

193.9

193.10

193.11

193.12

193.13

193.14

'193.15

193.1

CRANE GIRDERS

Madsen, 1. E.ANALYSIS OF SPECIFICATIONS FOR THE STRUCTURAL DESIGN OFMILL CRANES, 1940

Madsen, I. E.REPORT OF LATERAL LOAD TESTS ON MILL CRANES WELDED CRANENO. 8441, 1940

Madsen, 1. E.REPORT·OF LATERAL LOAD TESTS ON MILL CRANES RIVETED CRANENO. 4683, 1940

Madsen, I. E.REPORT ON THE DEFOREST SCRATCH RECORDING STRAIN GAGE, 1940

Madsen, 1. E.PROGRESS REPORT OF CRANE GIRDER RESEARCH AT LEHIGH UNIVERSITY,1940

Madsen, I. E.HIGHLIGHTS OF CRANE GIRDER INVESTIGATION, 1940

Madsen, I. E.REPORT ON LATERAL LOAD TESTS ON MILL CRANES RIVETED CRANENO. 5886, 1940

Madsen, 1. E.BIBLIOGRAPHY ON BOX BEAMS, 1941

Madsen, 1. E.LATERAL LOAD TESTS ON BOX GIRDER MILL CRANES, 1941

Madsen, 1. E.LATERAL L~D TEST ON A TRUSS I-BEAM CRANE, 1941

Madsen, I. E.SUMMARY OF THE REPORT TO THE MEETING OF THE CRANESPECIFICATION COMMITTEE, 1941

Madsen, 1. E.TORSIONAL PROPERTIES OF FABRICATED I-BEAM AND BOX SECTIONS,1941

Madsen, 1. E.DYNAMIC TESTS ON MILL CRANES, 1941

Madsen, I. E.BOX GIRDER BUCKLING TESTS, 1941

Madsen, 1. E.SUMMARY OF CONCLUSIONS OF CRANE GIRDER TESTS, 1941

237.24

Project 193 (Continued) CRANE GIRDERS

193.2 .

193.16

*193.17

Project 194

Madsen, 1. E.COMPLETED RESEARCH PROGRAM, CRANE GIRDER RESEARCH, 1941

Madsen, I. E.REPORT OF CRANE GIRDER TESTS, Iron and Steel Engineer,Vol. 18 (1941), p. 47, Reprint No. 54

WELDED BEAM CONNECTIONS 194.1

*194.2 Johnston, B. G. and Deits, G. ~.

TESTS OF MISCELLANEOUS WELDED BUILDING CONNECTIONS, WeldingJournal, Vol. 21 (1942), pp. 5s-27s, Reprint No. 57

.'

Project 195

195.1

195.2

Project 196

WEB CRIPPLING ABOVE SEAT ANGLES

Kubo, G. G.FIRST PROGRESS REPORT.OF WEB CRIPPLING PROGRAM, FritzEngineering Laboratory, Lehigh University, 1941

Johnston, B. G. and Kubo, G. G.WEB CRIPPLING AT SEAT ANGLE SUPPORTS, 1941

WELDED BUILDING CONNECTIONS

195.1

196.1

*196.1 Brandes, J. L. and Mains, R. M.REPORT OF TESTS OF WELDED TOP-PLATE AND SEAT BUILDINGCONNECTIONS, Welding Journal, Vol. 23 (1944), pp. 146s-165s,Reprint No. 60

Project 197 STIFFENED PLATES IN COMPRESSION 197.1

197.1

197.2

Brodsky, A.PROGRESS REPORT OF TESTS OF STABILITY OF STIFFENED PLATES,Fritz Engineering Laboratory, Lehigh University, 1942

Brodsky, A. and Kaar, P.TESTS OF STABILITY OF STIFFENED PLATES, Fritz EngineeringLaboratory, Lehigh University, 1948


237.24

Project 199

*199.1

199.1

INFLUENCE OF VISCOSITY·ONCENTRI~UGAL PUMP PERFORMANCE

Ippen, A. T.THE INFLUENCE OF VISCOSITY ON CENTRIFUGAL PUMP PERFORMANCE,Trans. ASME, Vol. 68 (1946), pp. 823-848

ProjeCt 2QOj

INDUSTRIAL TESTS 200.1

*200.28.82.2 Keyser, C. C.DESIGNING CONCRETE FOR WEIGHT OF 271 POUNDS PER CUBIC FOOT,Proc. AC1, Vol. 28 (1932), p. 525, Reprint No. 25

*200.30.32.2 Slater, W. A.TESTS OF CONCRETE CONVEYED FROM A CENTRAL MIXING PLANT,Proc. ASTM, Vol. 31 (1931), p. 510

..*200.30.32.3

*200.30.76.1

Lyse, I.Discussion of TESTS OF CONCRETE FROM A TRANSIT MIXER, byHollister, Proc. AC1, Vol. 28 (1932), p. 688

Slater, W. A. and Fuller, M. O.TESTS OF LIGHT-GAGE WELDED PRESSURE TANKS, Welding Journal,Vol. 10, (Feb. 1931)

*200.30.70.1 Lyse, I.TESTING RIVETED JOINTS OF CROMANSIL STEEL, EngineeringNews Record, Vol. 110 (1933), p. 584, Reprint No. 26

.' *200.33.33.1 Lyse, I.LIGHTWEIGHT SLAG CONCRETE, Proc. AC1, Vol. 31 (1935), p. 1,-Reprint No. 27

**200.34.16.5 Lyse, I.TEST OF NEW SHEET METAL DOWEL FOR HIGHWAY JOINTS, Concrete,Vol. 46 (1938), Reprint No. 28

*200.34.16.5 .Johnston,B. G. and Godfrey, H. J.TEST MODEL OF TACOMA NARROWS ANCHORAGE BAR, WeldingJournal, Vol. 18 (1939), p. 253-259, Reprint No. 44


237.24

Project 201

201.1-01

201.1-02

201.1-03

201.1-04

201.2-01

*201.2,..02

201.2-03

201. 2-04

201.2-05

*201.2-05A

201. 2-06

201. 3-01

201.4

201.1

VIBRATION TESTS OF WIRE AND CABLES

Yu, A. T. and Johnston, B. G.FLEXURAL FATIGUE TESTS OF BETHANIZED WIRE, Dec. 1947

Yu, A. T. and Johnston, B. G.FLEXURAL FATIGUE TESTS OF 0.184" STEEL WIRE, June 1949

Yu, A. T. and Johnston, B. G.FATIGUE AND TENSION TESTS OF BETHANIZED TELEPHONE WIRE,September 1949

Yu, A. T. and Johnston, B. G.FLEXURAL FATIGUE, BENDING AND TENSION TESTS OF STEEL WIRE,.September 1949

Yu, A. T. and Johnston, B. G.VIBRATION FATIGUE PROGRAM, September 1947

Yu, A. T. and Johnston, B. G.A METHOD FOR VIBRATION FATIGUE TESTS OF STRANDED CONDUCTOR,Proe. SESA, Vol. VI, No.2, p. 1, Reprint No. 64

Yu, A. T. and Johnston, B. G.VIBRATION .FATIGUE TESTS OF CONDUCTOR DEAD-ENDS, July 1948

Yu, A. T. and Johnston, B. G.VIBRATION FATIGUE TESTS OF 3j8"'7-WIRE STRANDS, March 1949

Yu, A. T. .,VIBRATION DAMPING OF STRANDED CABLE, Ph.D. Dissertation,Lehigh University, 1949

Yu, .A. T.VIBRATION DAMPING OF STRANDED CABLE, Proe. SESA, Vol. X,No.2, June 1952

Yu, A. T., Barb1er, L. and Johnston, B. G.VIBRATION FATIGUE .TEST MANUAL, March 1949

Yu, A. T. and Johnston, B. G.SUSTAINED TENSION TESTS OF WIRE CABLE, September 1947

Yu, A. T.VIBRATION DAMPING OF STRANDED CABLE,(Abridgement of Ph.D.Dissertation), September 1949


237.24

Project 202

202A.1

202A.2

*202B .

*202B.2

202D

202.4

202.5

202.6

202.8

202.; 1.

HOT METAL LADLES

Knudsen, K. E., Munse, W. H. and Johnston, B. G.STRUCTURAL TESTS OF HOT METAL LADLES (PART I), Jan. 1948

Knudsen, K. E., Munse, W. H. and Johnston, B. G.STURCTURAL TESTS OF HOT METAL LADLES (PART II)

Knudsen, K. E., Munse, W. H. and Johnston, B. G.TESTING HOT METAL LADLES, Proc. SESA, Vol. IX, No.1, p. 11,1951, Reprint No. 76

Knudsen, K. E., Munse, W. H. and Johnston, B. G.STRESSES IN HOT METAL LADLES, Iron and Steel Engineer,Vol. 26, No. 12, p. 49, 1949, Reprint No. 70

Knudsen, K. E., Munse, W. H. and Johnston, B. G.~ESTING HOT METAL LADLES, May 1949

Knudsen, K. E.STRESSES IN A REINFORCED FRUSTUM OF A CONE UNDERCONCENTRATED TRANSVERSE SYMMETRIC LOADS, 1948

Knudsen,K. E.STRESSES AND DEFLECTIONS INA CIRCULAR RING WITH NON UNIFORMMOMENT OF INERTIA SUBJECTED TO TRANSVERSE SYMMETRICCONCENTRATED LOADS AND A TANGENTIAL SINE-SERIES LOADING, 1948

Knudsen, K. E.STRESSES IN AN OVAL RING OF NON-UNIFORM MOMENT OF INERTIASUBJECTED TO TRANSVERSE SYMMETRIC CONCENTRATED LOADS AND ATANGENTIAL SINE-SERIES LOADING, 1948

Knudsen, K. E.STRESSES IN REINFORCING RINGS OF A REINFORCED CYLINDER DUETO INTERNAL HYDROSTATIC PRESSURE, 1948


237.24

Project 203

*203

203.1

203.3

203.1

ULTIMATE STRENGTH OF BEAMS

Luxion, W. W. and Johnston, B. G.PLASTIC BEHAVIOR OF WIDE~FLANGE BEAMS, Welding Journal,Vol. 27, p. 583-s, Nov. 1948, Reprint No. 63

Luxion, W.. W.PLASTIC BEHAVIOR OF WF BEAMS, January 1948

Luxion, W. W. and Johnston, B. GTHE PLASTIC BEHAVIOR OF WIDE-FLANGE BEAMS, (progress ReportNo. 1), September 1948

Project 204 COLUMN INVESTIGATIONS 204.1

204.1A Ready, J. A, Beedle, L. S. and Johnston, B. GTHE ULTIMATE STRENGTH OF COLUMNS IN CONTINUOUS FRAMES,Progress Report No.1, December 1947


.'

"

237.24

Project 205B

205B

*205B.2A

205B.3

205B.5

205B.6

205B.7

*205B.8

205B.9

205B.10

205B.12

205B.13

205B.14

205B.15

205B.16

205B.l

PLASTIC BEHAVIOR OF BEAMS

Yang, C. H.PLASTIC BEHAVIOR OF CONTINUOUS BEAMS, Progress Report B,May 1949

Yang, C. H., Beedle, L. S. and Johnston, B. G.PLASTIC DESIGN AND THE DEFORMATION OF STRUCTURES, WeldingJournal, Vol. 30, p. 348-s, 1951, Reprint No. 75

Yang, C. H.THE PLASTIC BEHAVIOR OF CONTINUOUS BEAMS, Ph.D. Dissertation,1957

Yang, C. H.SHAKEDOWN OF CONTINUOUS BEAMS, December 1949

Yang, C. H.A discussion of THE VALUE OF POISSON'S RATIO IN INELASTICRANGE OF METALS, May 1949

Yang, C. H.LATERAL AND LOCAL BUCKLING OF I-BEAMS IN PLASTIC RANGE

Yang, C. H., Beedle, L. S. and Johnston, B. G.RESIDUAL STRESS AND THE YIELD STRENGTH OF STEEL BEAMS,Welding Journal, Vol. 131, p. 205-s, 1952, Reprint No. 78

Yang, C. H., .Beedle, L.S. and Johnston, B. G.THE PLASTIC BEHAVIOR OF CONTINUOUS WIDE-FLANGE BEAMS,September 1950

Bauer, H. D. W.LOAD-DEFLECTION RELATIONS IN STEEL STRUCTURES, Report forCEll3, June 1951

Yang, C. H.NOTES ON THE ,ULTIMATE ,STRENGTH OF CONTINUOUS BEAMS ANDRIGID FRAMES, February 1951, v

Yang, C. H.CALCULATION OF YIELDING PENETRATION ZONE OF 8WE 40,October 1951

Weiskopf, W. H.NOTES ON CONTINOUOS BEAM REPORT, September 1950

Yang, C. H.NOTES ON THE YIELDING MECHANISM OF FLEXURAL MEMBERS, Oct. 1951

Yang, C. H.SHAKEDOWN: REPEATED LOADING OF BEAM SUPPORTED' AT TWO PO'I'NTS,

,March, 1949


237.24

Project 205B (Continued) PLASTIC BEHAVIOR OF BEAMS

205B.2

205B.17

205B.18

205B.19

205B.20

205B.2l

*205B.22

205B.23

Yang, C. H.NOTES ON RESIDUAL STRESS DUE TO COLD BENDING, April 1949

Yang, C. H.NOTE ON EFFECTS OF RESIDUAL STRESS ON THE BEHAVIOR OFBEAMS, May 1949

Yang, C. H.NOTES ON INELASTIC BUCKLING OF STRUCTURAL STEEL, May 1949

Yang, C. H.NOTES ON SHANLEY'S THEORY OF INELASTIC COLUMNS, Oct. 1951

Yang, C. H.NOTES ON BEHAVIOR OF I AND WF BEAMS IN SHEAR, Oct. 1951

Knudsen, K. E., Yang, C. H., Johnston, B. G, Beedle, L. S.and Weiskopf, W. H.

PLASTIC STRENGTH AND DEFLECTIONS OF CONTINUOUS BEAMS,Welding Journal, Vol. 32, p. 240-s, 1953, Reprint No. 86

Fujita, Y.INFLUENCE ,OF SHEAR ON THE FULL PLASTIC MOMENT OF BEAMS,January 1955

Project 205D INDUSTRIAL FRAMES 205D.l

*205D.3

205D.5

205D.8

Ruzek,J. M., Knudsen, K. E., Johnston, E. R. and Beedle, L. S.WELDED PORTAL FRAMES TESTED TO COLLAPSE, Proc. SESA, Vol. XI,No.1, p. 159, 1952, Reprint No. 92

Shutz, F. W., Jr., Schilling, C. G~ and Beedle, L. S.THE COLLAPSE STRENGTH OF A WELDED SINGLE BAY FRAME, ,Aug. 1953

Schilling, C. G., Schutz, F. W., Jr. and Beedle, L. S.BEHAVIOR OF WELDED SINGLE-SPAN FRAMES UNDER COMBINED LOADING,Welding Journal, Vol. 35, p. 234-s, 1956, Reprint No. 107

Lu, L. W., Chapman, B. G. and Driscoll, G~ C., Jr.PLASTIC STRENGTH AND DEFLECTION OF A GABLED FRAME, July 1958

Project 205G REPEATED LOADING 205G.l

205G .1 Gozum,A. T. and Haaijer, G.DEFLECTION STABILITY (SHAKEDOWN) OF CONTINUOUS FRAMES, Dec. 1955


237.24

froject 206\

.' 206.A

*206.1

206,1

PHOTOELASTIC INVESTIGATION OF STRESSES INCRANE LADLE HOOKS

Chang, F. K.INVESTIGATION IN TORSION, February 1947

Chang, F. K" Knudsen, K. E. and Johnston, B. G.PHOTOELASTIC ANALYSIS OF STRESSES IN CRANE LADLE HOOKS,Iron and Steel Eng., Vol. 25, Jan. 1948, Reprint No. 61

Project 208 PRESSURE VESSEL .RESEARCH 208.1·

*208.1-i

208.1-2

*208.1.,.3

*208.2

*208.3

*208.4

*208.5

*208.6

Osborn, C. J., ,Scotchbrook~ A F., Stout, R. D. and Johnston,B. G.

COMPARISON OF THREE NOTCH SENSITIVITY TESTS, WeldingJournal, Vol. 28, p. 24-s, 1949, Reprint No. 65

Osborn, C. J., .Scotchbrook" A. F, Stout, R. D. andJohnston, B. G.

THE EFFECT OF FABRICATION PROCESSES ON STEELS USED INPRESSURE VESSELS, August 1948

Scotchbrook, A. F., .Johnston, B. G. and Stout, R. D.SCATTER IN TRANSITION TEST CURVES, Welding Journal, Vol. 30,p. 266-s, 1951, Reprint No. 74

Osborn, C. J., Scotchbrook, A. F., Stout, R. D. andJohnston, B G.

COMPOSITION AND PROPERTY VARIATION OF TWO STEELS, WeldingJournal, Vol. 28, p. 227-s, 1949, Reprint No. 66

Osborn, C. J., Scotchbrook, A. F., Stout, R. D. andJohnston, B. G.

EFFECT OF PLASTIC STRAIN AND HEAT TREATMENT,We1dingJournal, Vol. 28, p. 337-s, 1949, Reprint No. 67

Scotchb~ook, A. F., Eriv, L., Stout, R. D. and Johnston, B. G.EFFECT OF WELDING ON PRESSURE VESSEL .STEELS, ASME Publication,No. 49, 1949, Reprint No. 69

Tor, S. S., Stout, R. D. and Johnston, B. G.ROOM TEMPERATURE TENSILE TESTS AS AN INDEX OF TRANSITIONTEMPERATURE OF STEEL PLATES,We1ding Journal, Vol. 29,p. 477-s, 1950, Reprint No. 71

\\Tor, S. S. Stout, R. D., Johnston; B. G. and Ruzek, J. M.

THE EFFECT OF :FABRlCATION' PROCESSES ON STEELS USED INPRESSURE VESSELS, Welding Journal, Vol. 30, p. 466-s,1951, Reprint No. 77

* Published 'Paper, reprints not available

237.24

Project 208 (Continued) PRESSURE VESSEL RESEARCH

208.2

*208.8

*208.13

Tor, S. S., Ruzek, J. M. and Stout, R. D.REPEATED LOAD TESTS ON WELDED AND PRESTRSSED STEELS, WeldingJournal, Vol. 31, p. 238-s, 1952, Reprint No. 83

Gross, J. H., Tsang, S. and Stout, R. D.FACTORS AFFECTING RESISTANCE OF PRESSURE VESSEL STEELS TOREPEATED OVERLOADING, ,Welding Journal, Vol. 32, p. 32-s,1953, Reprint No. 84

Project 209

*209.1

Project 211

211.1

*211. 2

TWO MILLION rNCH~POUND TORSIONTESTING MACHINE

Chang, F. K., Knudsen, K. E. and Johnston, B. G..A TORSION MACHINE OF 2,000,000 IN-LB CAPACITY, ASTMBulletin No. 160, pp. 49-52, 1949, Reprint No. 68

TORSION OF BUILT-UP GIRDERS

Chang, F. K.TORSION OF BUILT-UP STRUCTURAL MEMBERS, 1950

Chang, F. K., Johnston, B. G.TORSION OF PLATE GIRDERS, Trans. ASCE Vol. No. 118,p, 337, 1953, Reprint No. 82

209.1

211.1


\

..

237.24

Project 213

213.A

213 .B

213.C

213.D

213.E

213.F

213.G

213.H

213. I

213.J

*213.J-1

*213 .K

213.1

SHELL ROOF CONSTRUCTION

Thur1imann, B., Bereuter, R. O. and Johnston, B. G.STRESS DISTRIBUTION AND EFFECTIVE WIDTH ADJACENT TOSTIFFENERS IN CYLINDRICAL SHELLS) October 1950

Thur1imann, B. and Johnston, B. G.STRESS DISTRIBUTION AND EFFECTIVE WIDTH ADJACENT TOSTIFFENERS IN CYLINDRICAL SHELLS, April 1950

Thur1imann, B. and Johnston, B. G.SHELL ARCH .ROOF MODEL UNDER SIMULATED END WIND LOAD,June 1950

Thur1imann, B. and Johnston, B. G.SHELL ARCH ROOF MODEL .UNDER DEAD LOAD AND HALF SIDELIVE LOAD, September 1950

Thur1imann, B. and Johnston, B. G.SHELL.ARCH ROOF MODEL UNDER SIMULATED FOUNDATION MOVEMENT,October 1950

Thur1imann, Bo and Johnston, B. G.SHELL ARCH ROOF MODEL SUBJECTED TO TWO CASES OF ACONCENTRATED LOAD, January 1951

Thur1imann, B. and Johnston, B. GEXPERIMENTAL TEST RESULTS OF A SHELL ARCH ROOF MODEL UNDERDIFFERENT TYPES OF LOADING, December 1950

Thur1imann, B.THE EFFECTIVE WIDTH OF CIRCULAR CYLINDRICAL SHELLSREINFORCED BY RIBS, Ph.D. Dissertation, Lehigh University,1950

Thur1imann, BoTHE EFFECTIVE WIDTH OF CIRCULAR CYLINDRICAL SHELLSREINFORCED BY RIBS, (Abridgement), 1950

Thur1imann, B. and Johnston, B. G.THE EFFECTIVE WIDTH OF A CIRCULAR CYLINDRICAL SHELLADJACENT.TO A CIRCUMFERENTIAL REINFORCING RIB, May 1951

Thur1imann, B., Bereuter, R. ·0. and Johnston, B. G.THE EFFECTIVE.WIDTH .OF A CIRCULAR CYLINDRICAL SHELLADJACENT TO A CIRCUMFERENTIAL REINFORCING RIB, Proc.First U. S. ~atiDna1Congress of Applied Mechanics(ASME) , JURe 1953, Reprint No. 85

Thur1imann, B., and. John~ton,_B. G.ANALYSIS AND TESTS OFA CYLINDRICAL .SHELL ROOF MODEL,Proc. ASCE Separate No. 434, 1954, Reprint No. 95


0'

237.24

Project 215

215

*215.0

215B

215.1

NON UNIFORM TORSION IN BUILT-UP GIRDERS

Kubo, G. G.NON-UNIFORM lTORSION. OF PLATE GIRDERS, Ph.D. Dissertation,Lehigh Un~versity, 1952

Kubo, G. G., Johnston, B. C. and Eney, W. J.NON-UNIFORM TORSION OF PLATE GIRDERS, Proc. ASCE, Vol. 121,p. 759, 1956, Reprint No. 99

Kubo, G. G., Johnston, B. G., Carpenter, S. T. and Eney,W. J.COMBINED BENDING AND TORSION OF PLATE GIRDERS

Project 217 COLUMN RESEARCH COUNCIL 217.1

.'

217.9

217.10

217.16

217.30

Column Research Council of Engineering FoundationTHE BASIC COLUMN FORMULA, Technical Memorandum No. 1,May 1952

Ketter, R. L. and Thur1imann, B.A STUDY OF SPECIFICATIONS FOR MEMBERS SUBJECTED TO COMBINEDAXIAL LOAD AND BENDING MOMENTS, January 1954

Beedle, L. S.THE .FORMAT ION OF COLUMN RESEARCH.COUNCIL, Report preparedfor the 5th Technical Session of the CRC, May 1955

Column Research Council of Engineering FoundationPROCEEDINGS OF THE SEVENTH TECHNICAL SESSION, May 1957

Project 218

218.3

218.4

218.5

DESIGN OF CHAINS

Beer, ,F. P.andK1einschmidt, R. B.A STUDY OF WIRE SECTIONS FOR CHAIN LINKS~ 1950

Eney,W. J., Beer, F. P. and Kleinschmidt, R. B.A STUDY OF TRADE MARKED CHAIN, 1951

Bareiss, E. H., Eney, W. J. and Beer, F. P.IMPACT TESTING OF CHAINS, 1952

218.1


237.24

Project 219

B-10

B-ll

219.1

HILLiS CREEK SPILLWAY MODEL

McPherson, M. B.MODEL STUDY OF HILL'S CREEK DAM SPILLWAY, 1950

Eagleson, P. S.CONTINUATION OF MODEL STUDY OF HILL'S CREEK DAM SPILLWAY,1951

Project 221 TORSION,STUDYOF RIVETEDCOLUMN SECTIONS

221.1

221 Jentoft, A. P. and Mayo, R. W.A TORSION INVESTIGATION OF BUILT-UP COLUMN SECTIONS,June 1951

Project 222 LITTLE PINE ,CREEK DAM MODEL 222.1

"222.5

222.6

McPherson, M. B.MODEL ,STUDY OF THE LITTLE PIN~"CREEK DAM OUTLET STRUCTURE,November 1948

McPherson, M. B.COMPREHENSIVE MODEL STUDY OF THE, LITTLE PINE CREEK DAMOUTLET STRUCTURE, August 1951

Project 225, DAM MODEL STUDY WAYNESBORO (ANTIETAM) 225.1

225 McPherson, M. B.MODEL TESTS OF PROPOSED DESIGN OF ANTIETAM (WAYNESBORO)DAM SHAFT SPILLWAY STRUCTURE, February 1962

• Project 226

226.3

COLLAPSE STRENGTH OF STEEL COLUMNS

Beed1e,L. S.CLASSIFICATION OF COLUMN PROBLEMS, December 1951

Knudsen, K. E.SUPPLEMENT,REPORT ON COLUMNS, June 1952

226.1

237.24

Project 227

227.1

227.1

STRENGTH OF LARGE DIAMETER BOLTS

Villanueva, A.APPARATUS FOR STUDY OF THE .STRENGTH OF LARGE BOLTS,February 1955

Project 228 LITTLE PINE CREEK OUTLET STRUCTURE 228.1

228

Project 229

229

McPherson, M. B., Strausser, H. S. and Liebig, J. O.MODEL STUDY OF CORRECTIVE .DESIGN .FOR ·THE LITTLE PINECREEK OUTLET STRUCTURE, March 1952

PRESTRESSED CONCRETE BOND (WIRES)

E1-Khuri, S. K.BOND IN PRESTRESSED CONCRETE, July 1952

229.1

229.1

Project 230

Buenaventura, C. V.BOND OF WIRES IN PRESTRESSED CONCRETE, December 1953

PRESTRESSED BRICK BEAMS 230.1

230.1 Daiuto10, HectorPRESTRESSED BRICK WALL LINTELS, M. S. Thesis, LehighUniversity, June 1954

Project 231

231

Project 232

232.2

PRESTRESSED TIMBER

McNabb, J .. W.PRESTRESSED TIMBER, June 1953

BOND OF PRESTRESSED CONCRETE (STRANDS)

Brown, D. H.BOND OF PRESTRESSED STRANDS, September 1953

231.1

232.1

237.24

Project 233.

233.6

*233.11

233.12

*233.15

233.1

WELDED INTERIOR BEAM-COLUMN CONNECTIONS

Pray, R. F.WELDED BEAM-COLUMN CONNECTIONS, June 1953

Pray, R.F. and Jensen, C. D.WELDED TOP PLATE BEAM-COLUMN CONNECTIONS,.We1ding Journal,Vol. 35, p. 338-s, July 1956, Reprint No. 108

Sherbourne, A. N. and Jensen, C. D.DIRECT-WELDED BEAM-COLUMN CONNECTIONS, Progress Report 1,August 1957

Graham, J. D., Sherbourne, A. N., Khabbaz, R. N. andJensen, C. D.

WELDED INTERIOR BEAM-COLUMN CONNECTIONS, AISC Publication,1959, Reprint No. 146

Project 235 THE EFFECT OF PRESTRESSING OF CONCRETECOLUMNS IN THE ELASTIC RANGE

235.1

235.1 Spalding, G. R.THE EFFECT OF PRESTRESS ON ELASTIC COLUMNS, June 1954

Project 236 1955 EXPANSION OF FRITZ LABORATORY 236.1\

236 .10

236.10A

236.11

236.12

236.14

236.15

Beedle, L. S.LOCATION OF EXTENSION TO FRITZ ENGINEERING LABORATORY, 1952

Errera, S. J.APPENDIX TO REPORT 236.10, 1952

deNeufvi11e, A.SOIL INVESTIGATION-TESTS OF BORING SAMPLES, August 1952

Beedle, L. S. and Errera, S. J.PROPOSED FRITZ LAB EXPANSION, September 1952

Little, A. A.DETAILS TO BE ,CONSIDERED IN INSTALLING A LARGE TESTINGMACHINE, January, 1953

Buckingham, F.S.FLUID POWER SYSTEMS OF TESTING MACHINES, February 1953


237.24

Progect 236 (Continued) 1952 EXPANSION OF FRITZ LABORATORY

236.2)

.'

236.16

236.17

236.18

236.20

236.21

236.22

236.25

236.26

236.27

236.28

236.29

236.30

No authorCONTRACT SPECIFICATION FOR 5,000,000 LB VERTICAL TESTINGMACHINE ,FOR FRITZ ENGINEERING LABORATORY, Lehigh University,(May 1953)

Eney, .W0 . J.THE FRITZ ENGINEERING LABORATORY - THE PRESENT RESEARCH ROLEAND THE NEW FACILITIES NOW BEING ADDED, Address to LehighUniversity A1umn1ic Banquet, (June 1953)

Eney, W. J.THE FRITZ ENGINEERING LABORATORY - THE PRESENT RESEARCH ROLEAND THE NEW FACILITIES NOW BEING ADDED, Address to KiwanisClub of Bethlehem, (September 1953)

Beedle, L. S.FRITZ LABORATORY EXPANSION,.Address to N. E. Penna. LehighA1umn!s, club, November.1953

Errera, S. J.FRITZ ENGINEERING LABORATORY, Address to York-LancasterLehigh Alumni Club, March 11, 1954

Eney, W. J.LEHIGH'S FRITZ ENGINEERING LABORATORY, Address to'SESA,Delaware Valley Section, May 12, 1954

Eney, W. J.LAYING OF CORNERSTONE OF FRITZ ENGINEERING LABORATORY,June 12, 1954

Jensen, C. D. and Goodman, L. J.SOIL EXPLORATIONS, 1954

Niimoto, S. and Errera, S. J.SUMMARY REPOR~-FRITZ LABORATORY EXTENSION - SOILINVESTIGATIONS (1952-54), September 1954

De'Oly, L. J.'STRESSES IN 20-TON CRANE, - NEW FRITZ LABORATORY ADDITION,February 1955

Smith, J. E.WIND STRESSES IN STEEL BUILDING.FRAMES, NEW FRITZLABORATORY, January 1955

Errera, S. J. and Assimacopou1as, B.TENSION OVERLOAD ACCEPTANCE TEST, October 1957

237.24

Project 236 (Continued) 1952 EXPANSION OF FRITZ LABORATORY

236.3

-236.32 Errera, S. J.CONSTRUCTION AND FACILITIES ·OF.FRITZ ENGINEERING LABORATORY,Talk: to Student Chapter ASCE, February 1958

Project 238

238.1

AGING AND BENDING STRENGTH OFSTEEL BEAMS

Paris, P. C.THE BAUSCHINGER EFFECT ON COLUMNS, December 1954

238.1

238.2 Paris, P. C.TIME EFFECT ON THE CHARACTERISTICS OF A STEEL WF INPURE BENDING UP TO STRAIN HARDENING, Lehigh University,September 1954

.''Proje1:t I 240 , DYNAMIC TESTS OF PRESTRESSED

CONCRETE RAILROAD SLABS240:.,1

*240S.6 Slutter, R. G. and Ekberg, C. E., Jr.STATIC AND FATIGUE TESTS ON PRESTRESSED CONCRETE ,RAILWAYSLABS, Special Report No.6, AREA Bulletin, Vol. 60, p. 1,1959, Reprint No. 131

Project 242

242.1

Project 243

243.1

WELDED RIGID CONNECTIONSLOADED IN TENSION

Madison, R. B. and Gunn, T. E.THE COLLAPSE STRENGTH OF A WELDED KNEE SUBJECTED TOTENSILE-TYPE LOADING, June 1954

ALLOWABLE STRESSES INBOLTED STRUCTURAL JOINTS

Laub,W. H. and Phillips, J. R.BOLTED CONNECTIONS, March 1954

242.1

243.1

243.2 Laub, W. H. and Phillips, J. R., Sr.THE EFFECT OF FASTENER MATERIAL AND FASTENER TENSION ON THEALLOWABLE BEARING STRESSES OF STRUCTURAL JOINTS, June 1954


237.24

Project 244

*244.1

244.2

244.1

COLUMNS WITH PERFORATED COVER PLATES

Thur1imann, B. and White M. W.STUDY OF COLUMNS WITH PERFORATED COVER PLATES,AREABulletin Vol. 58, p. 173, 1957, Reprint No. 111

Thurlimann, B. and White, M. W.TESTS OF COLUMNS WITH PERFORATED COVER PLATES, Feb. 1956

Project 246

246.1

LATERAL LOAD TEST OF BRICK .WALL

Taylor, 1. J.PROPOSAL TEST OF OVEN .WALL, September 1954

246.1

246.2 Taylor, I. J. and Errera, S. J.TRIAL RUNS OF LOADING EQUIPMENT FOR PROPOSED TEST OF OVENWALL, February 1955

Project 247

247.1

Project 252

BOX SECTIONS IN PLASTIC DESIGN

Storch, J. L.BOX SECTIONS IN PLASTIC DESIGN, 1955

CONTINUOUS CONCRETE PAVEMENTS (YORK)

247.1

252.1

*252.1

252.2

Schiffman, R. L., Taylor, I. J. and Eney,.W. J.CONTINUOUSLY REINFORCED CONCRETE PAVEMENT RESEARCH INPENNSYLVANIA, HRB Bulletin No. 181, pp. 174-185, Jan.1957, Reprint No. 126

Project.StaffCONTINUOUSLY REINFORCED CONCRETE PAVEMENT RESEARCH, 1958

Project 255 TESTS OF LONG CONCRETE BEAMS 255.1

255.1

255.2

Ekberg, C. E., Jr.TESTOFA 70-FOOT fRESTRESSED-PRETENSIONED CONCRETE BEAM,September 1956

Ekberg, C. E., Jr.DYNAMIC TESTS OF A 55-FOOTAMDEK BRIDGE MEMBER


•

237.24

Project 257

257,

257 .1

POTENTIAL FLOW IN CIRCULARBENDS BY ELECTRICAL ANALOGY

Murphy, D. S. N~

POTENTIAL FLOW IN 900 BENDS BY ELECTRICAL ANALOGY, May 1956

Project 258 MECHANICAL BEHAVIOR OF CHEMICALLYTREATED ,SOILS

258 ~ 1

258.2

258.3

258.4

Schiffman, R. L. and Wilson, C. R.MECHANICAL BEHAVIOR OF CHEMICALLY TREATED SOILS, Oct. 1956

Schiffman, R. L. and Wilson, C. R.MECHANICAL BHEAVIOR OF CHEMICALLY TREATED SOILS - FRESHLYSTABILIZED GRANULAR SOILS, June 1957

Schiffman, R. L. and Shieh, Y. J.MECHANICAL BHEAVIOROF CHEMICALLY TREATED SOILS - AGINGOF STABILIZED GRANULAR SOILS, July 1957

Project 260

B-20

BUCKET-TYPE ENERGY DISSIPATO~S

PRELIMINARY STUDY

Karr, M. H.BUCKET-TYPE ENERGY DISSIPATOR CHARACTERISTICS

260.1

B-27 McPherson, M. B. and Karr, M. H.A STUDY OF BUCKET-TYPE ENERGY DISSIPATOR CHARACTERISTICS,October 1956

Project 262

262

"BUCKET-TYPE ENERGY DISSIPATORS

Karr, M. H.BUCKET-TYPE ENERGY DISSIPATORCHARACTERISTICS, 1956

~..

262.1

,

237.24

Project 264.0

*264.0

*264.1

264.4

*264.5

264.!

INFLUENCE SURFACES FORBRIDGE SLABS

Kawai, T. and Thurlimann, B.INFLUENCE ,SURFACES FOR MOMENTS IN ,SLABS CONTINUOUS OVERFLEXIBLE CROSS BEAMS, Proe. IAEBSE, Vol. 16, 1956,Reprint No. 112

Kawai, T. and Thurlimann, B.INFLUENCE SURFACES FOR MOMENTS IN SLABS CONTINUOUS OVERFLEXIBLE CROSS BEAMS, Proe. IAEBSE, Vol. 17, Feb. 1957,Reprint No. 121

Kawai, T.INFLUENCE ,SURFACES OF ORTHOTROPIC PLATES, Ph.D. Dissertation,1957

Kawai, T.ON THE BENDING OF A SECTORIAL PLATE, Proe. IAEBSE, Vol. 18,p. 63, 1958, Reprint No. 137

Project 265 ACCELERATEDFArICUE;TESTS 265.1,

265.1 Swindlehurst, J.ACCELERATED FATIGUE TESTS OF BUTb-WELDED'JOINTS, June 1959

Project 268 ROTATIO~ CAPACITY REQUIREMENTS 268.1

268.1

268.3

268.5

Driscoll, G. C., Jr.ROTATION CAPACITY OF A THREE SPAN ,CONTINUOUS BEAM, Oct. 1956

Driscoll, G. C., Jr.ROTATLON CAPACITY REQUIREMENTS FOR BEAMS.AND FRAMES OFSTRUCTURAL STEEL, Ph.D. Dissertation, January 1958

Driscoll, G. C., Jr.ROTATION CAPACITY REQUIREMENTS FOR SINGE-SPAN FRAMES,September 1958


t.

273.24

Project 272.

272.1

272.2

272.3

*272.4

*272.5

272.1

HIGH STRENGTH STEEL "T-1"

Thur1imann, B., Nitta, A. and Ketter, R. L.STRENGTH OF ROUND COLUMNS OF USS "T-1" STEEL, Oct. 1959

Thur1imann, B. and Nitta, A.EFFECT OF COLD-BENDING ON COLUMN STRENGTH,DEVELOPMENTOFDESIGN INFORMATION FOR USE WITHUSS "T-1" STEEL, July 1960

Nitta, A.ULTIMATE STRENGTH OF HIGH STRENGTH STEEL CIRCULAR COLUMNS,Ph.D. Dissertation, 1960

Meda, Y. and Galambos, T. V.COLUMN TESTS ON 7-1/2 INCH ROUND SOLID BARS, Proc. ASCE,Vol. 88 (ST4) , 1962, Reprint No. 203

Beedle, L. S., Galambos, T. V. an4 Tall, L.- COLUMN STRENGTH OF CONSTRUCTION STEEL, Paper presented at

Steel Design and Engineering Seminar of U. S. S. Corp. atPittsburgh, U. S. S. Publications, 1961, Reprint NO. 177

Project 275 TESTS OF AN ALUMINUM BRIDGE 275.1

275.1

275.3

Mindlin, H. and Errera, S. J,TESTS OF A COMPOSITE ALUMINUM AND CONCRETE HIGHWAY BRIDGE,September 1959

Pitts, C. P., Mindlin, H. and Errera, S. J.TESTS OF A CELLULAR COMPOSITE ALUMINUM AND CONCRETEHIGHWAY BRIDGE, June 1962

Project 282

282.1

PREFLEXED BEAMS

Errera, S. J., Pitts, C. P. and Haines,D. W.TESTS OF PREFLEXED BEAMS, September 1961

282.1

,-

Year

1929

Name

c. D. Jensen

MS Theses4 1929 - 1943

ReportNo. Thesis

A STUDY OF BEAMS WELDED TO COLUMNS

..

1931

1932

1933

1934

1935

1936

G.. W. Parkinson

C. L. Kreidler

J .. GibbonsD. B. Stabler

H. R. Nettles.:r. M. Holme

H. J. Godfrey

H.· D. Comins

B.G. Johnston

N. G. Schreiner

D. M. Stewart

F. L. Ehasz:

I. E. Madsen

149.3

146.8

153.1

151.2

157.1

159.1

161. 2

168.1

171.1

175.1

171.4

THE EFFECTS OF CLAY ON THECOMPRESSIVES;rRENGTH, PERMEABILITY,AND DURABILITY OF CONCRETE

TESTS OF REINFORCED CONCRETE COLUMNSSUBJECTED TO LARGE PERCENTAGES OFTHEIR ULTIMATE LOADS FOR LONGPERIODS .OF TIME

SHEAR TESTS ON REINFORCED CONCRETEBEAMS

A STUDY OF THE ANALYSIS OF FRESHCONCRETE WITH THE D~AGAN

BUOYANCYAPPA~TUS

THE PHYSICAL PROPERTIES OF STRUC:...TUR.AL .AND ALLOY STEELS

STRENGTH AND DURABILITY OFDIFFERENT CEMENTS

THEORETICAL AND PRACTICAL APPLICATIONS OF THE MEMBRANE ANALOGY TO THETORSIONAL PROPERTIES OF STRUCTURALSTEEL BEAMS

THE BEHAVIOR OF F1LLETWELDSWHEN SUBJE.CTED TO BENDING STRESSES

THE BEHAVIOR OF STATIONARY WIREROPES IN TENSION AND BENDING

A STUDY OF TRANSMISSION TOWERS

THE FAILURE OF STATIONARY WIREROPES INTENSION AND BENDING

MS Theses, 1929 - 1943 (cont'd)

ReportYear Name No. Thesis

l'

., 1937 G. J. Gibson 179.1 AN INVESTIGATION OF PLUG ANDSLOT WELDS

•G. W. Langmus 176.2 AN INVESTIGATION OF RECTANGULAR

REINFORCED CONCRETE SLABSSUPPORTED ON ALL SIDES

G.W. Wernisch 173.3 BDND STUDIES OF DIFFERENT TYPESOF REINFORCING BARS

1938 W. ·E. Black 182.1 TENSILE STRENGTH OF CONCRETE INTENSION, FLEXURE ,AND TORSION

W. J. Eney MODEL INVESTIGATION OF RIGIDFRAME BRIDGE

G. D. My1chreest 180.2 A PHOTOELASTIC STUDY OF STRESS IN,A MODEL VIERENDEEL TRUSS

..1939 C. M. Antoni 177 .3 'WELDED GIRDERS WITH INCLINED

STIFFENERS

...THE BALANCED DESIGN OF REINFORCEDK. G. C~ 186.1RECTANGULAR CONCRETE BEAMS

E. H. Mount 185.2 B.UILDING FRAMES WITH SEMI-RIGIDCONNECTIONS

1940 L. T. Cheney 189 BTRENGTHOF SHORT'STEEL COLUMNS

C. A. Lee HYDRAULIC CHARACTERISTICS OFDROP INLET SPILLWAYS

\

O. Ondra 176.5 AN INVESTIGATION OF SQUAREREINFORCED CONCRETE SLABSSUPPORTED ON ALL SIDES

1941 G. R. Deits 194.2 WELDED BUILDING CONNECTIONS,

L. F o Green 192.1 FLEXIBLE WELDED ANGLE CONNECTIONS

R. A. llechtman 191.3 SEMI-RIGID BUILDING CONNECTIONS

R. H., Lambert 354.200 AN INVESTIGATION. OF MAXIMUMBENDING STRESSES IN SIMPLE BEAMSWITH SMALL SPAN TO DEPTH RATIOS

MS Theses, 1929-1943 (contd)

, Report.. Year Name No . Thesis

~ 1943 J. L. Brandes 196.1 WELDED TOP-PLATE .AND SEATBUILDING CONNECTIONS

A. Brodsky 197.2 STABILITY OF STIFFENED PLATES

G. .Packer 198 COLUMNS.AS PART OF A FRAME

..

..

.•

..'

..

•

237.24

AUTHOR INDEX

Antoni, C. M., 177.1Assimacopou1as, B., 236.2

Bareiss, E. H., 218.1Bauer, H. D. W~, 205B.1Beedle, L. S., 204.1, 205B.1, 205B ..2,

205D.1, 217.1, 226.1, 236.1,236.2, 272.1Beer, F. P., 218.1 .Bereuter, R. 0., 213.1Black, W. E., 181.1, 182.1Brandes, J. L., 196.1Brodsky, A., 197.1Brown, D. H., 232.1Buckingham, F. S., 236.1Buenaventura, C. V., 229.1

Carpenter, S. T~,215.1

Chang, F. K., 206.1, 209.1, 211.1Chapman,B. G., 205D.1Cheney, L. T., 189.1Column Research Council, 217.1Comins, H. D., 159.1Cox, K. C., 183.1, 184.1, 186.1

Daiuto10, Hector, 230.1Deb1y, L. J., 236.2Deits, G. R., 194.1Driscoll, G. C., Jr., 205D.1, 268.1

Eagleson, P. S., 219.1Ehasz, F. L., 165.1, 169.1, 175.1Ekberg, C. E., Jr., 240.1, 255.1E1-Khuri, S. K., 229.1Eney, W. J., 215.1, 218.1, 236.2, 252.1Eriv, L., 208.1Errera,S. J., 236.1, 236.2, 236.3, 246.1

275.1, 282.1

Fujita, Y., 205B.2Fuller, M. 0., 142.1, 144.1, 200.1

Galambos, T. V., 272.1Gibbons, J., 153.1Gibson, G. J., 174.1, 179.1Godfrey, H. J., 155.1, 157.1, 158.1, 175.1,

187.1, 190.1Goodman, L. J., 236.1Gozum, A.T., 208.2Graham,J. D., 233.1Green, L. P., 192.1, 200.1Gross, J. H., 208.2Gunn,T. E., 242.1

Haaijer, G., 205G.1Haines, D. W., 282.1Hechtman, R. A., 191.1Holme, J. M., 151.1,156.1

Ippen, A. T., 199.1

Jensen, C. D., 143.1, 145.1, 164.1166.2, 172.1, 177.1, 233.1, 236.2

Jentoft, A. P., 221.1Johnston, B. G., 161.1, 183.1, 184.1

185.1, 18B.1, 189.1, 191.1, 192;1,195.1, 200.1, 201.1, 202.1, 203;1,204.1, 205B.1, 205B.2, 206.1,208.1, 209.1, 211.1, 213.1, 215.1

Johnston, E. R., 205D.1

Kaar, P., 197.1Karr, M. H., 260.1, 262.1Kawai,T., 264.1Ketter, R. L., 217.1, 272.1Keyser, C. C., 163.1, 200.1Khabbaz, R. N., 233.1Kleinschmidt, R. B. 218.1Knudsen, D. E., 202.1, 205B.2, 205D.1,

206.1, 209.1, 226.1Kreidler, C. L.. , 146.1Kubo, G. G., 195.1, 215.1

Langmus, G. W., 176.1Laub, W. H., 243.1Liebig, J. 0., 22&.1Little, A. A., 236.1Lotz, W. F., 177.1Lu, L. W., 205D.1Lu1ey, H. G., 188.1Luxipn, W. W., 203.1Lyse, I., 146.1, 147.1, 149.1, 154.1,

155.1, 156.1, 157.1, 158.1, 159.. 1,160.1,161.1,162.1,163.1,165.1,166.1, 167.1, 170.1, 173.1, 174.1,176.1, 178.1, 181.1, 200.1

Madison, R. B., 242.1Madsen, 1. :E., 170.1, 171.1, 193.1,

193.2Mains, R. M., 196.1Mayo, R. W., 221.1McNabb, J. W., 231.1McPherson, M.B., 219.1, 222.1, 225.1

228.1, 260.1Meda, Y., 272.1Mindlin, H., 275.1Mount, E. H., 174.1, 185.1, 190.1Munse, W. H., 202.1Murphy, D. S. N., 257.1My1chreest, G. D., 180.1

237.24

AUTHOR INDEX (cont'd)

.Ii

•

Nettles, fl. R., 151.1de Neufvi11e, A., 236.1Niimoto, S., 236.2Nitta, A., 272.1

Ondra, 0., 176.1Opila, 188.1Osborn, C. J., 299.1

Paris, P. C., 238.1Parkinson, G. W., 149.1Phillips, J. R., 243.1Phillips, J. R., Sr., 243.1Pitts, C. P., 275.1, 282.1Pray, R. F., 233.1

Ready, J. A., 204.1Reynolds, J. B., 165.1Ruzek, J. M., 205D.1, 208.1, 208.2

Slater, W. A., 144.1, 146.1, 147.1, 200.1Slutter, R. G., 240.1Smith, J.E., 236.2

T '.6!'alding, G. R., 235.1Stabler, D. B., 153.1Stewart, D. M., 165.~, 171.1Storch, J. L., 247.1Stout, R. D., 208.1, 208.2Strausser, H. S., 228.1Swindlehurst, 265.1

Tall, L., 272.1Taylor, I. J., 246.1, 252.1Thur1imann, B., 213.1, 217.1, 244.1,

264.1, 272.1Tor, S. S., 208.1, 208.2Tsang, S., 208.2

Uhler, E. Ho , 143.1

Schiffman, R. L. , 252.1, 258.1Schilling, C. G. , 205D.1

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Schreiner, N. G. , 166.1, 168.1. Scotchbrook, 208.1•SherbournE!, A. N. , 233.1•Shie~, Y. J. , 258.1Shutz, F. W. , Jr. , 205D.1

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Villanueva, A., 227.1

Weiskopf, W. H., 205B.1, 205B.2Wernisch, G.R., 154.1, 173.1, 178.1Whi te, M. W., 244. 1Wilson, C. R., 258.1

Yang, C. H., 205B.1, 205B.2YU, A. T., 201.1

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237.24

SUBJECT INDEX

Alloyscompression and tension of, 188.1

Analogyelectrical, 257.1membrane, 161. 1

ApparatusDeforest scratch gage, 193.1Dunagan buoyancy, 151.1

Barsbond, 184.1reinforcing, 173.1Tacoma Narrows anchorage, 200.1

Batt1edeck Floor Systems, 170.1Beams

aging and bending strength, 238.1box sections, 193.1, 247.1brick, 230.1continuous, 205B.1, 205B.2flexible cross, 264.1plastic behavior, 205.B.1 , 205B.2plastic moment of, 205B.2preflexed, 282.1reinforced concrete, 147.1, 178.1, 186.1reinforced with steel, 183.1rotation capacity, 268.1seventy-foot prestressed-pretensioned, 255.1torsion of, 161.1, 169.1ultimate strength, 203.1web buckling, 155.1with bent up bars, 153.1

Bendingcables, 201.1cold, 205B.2

Bendscircular - potential flow, 257.1

Boltslarge diameter, 227.1

Bondprestressed strands, 232.2rusted reinforcing bars, 184.1

Bracketswelded structural, 172.1

Bridge Members, 255.1Bridges

composite aluminum and concrete, 275.1ce11uar composite aluminum and

concrete, 275.1Brick

walls, 246.1columns, 162.1

Bucklinginelastic, 205B.2

Cablesfatigue tests, 201.1tension and bending, 171.1

Centrifugal Pumps, 199.1Chains

design, 218.1impact testing, 218.1

Clayeffect in concrete, 149.1

Column Research Council, 217.1Columns

basic formula, 217.1Bauschinger effect, 238.1brick, 162.1built-up, 221.1concrete, 146.1effect of cold bending, 272.1effect of rigip beam-column

connections, 174.1high strength, 272.1perforated cover plates, 244.1riveted, 144.1round, 272.1Shanley's theory~ 205B.2short steel, 189.1ultimate strength, 204.1, 272.1under sustained loading, 146.1welded, 144.1

Concretebeams, 147.1, 153.1, 186.1

255.1cement-water ratio, 154.1collapse strength, 226.1columns, 146.1continuous pavements, 252.1conveyed from central

mixing plant, 200.1cracks in, 165.1design, 178.1effect of plastic flow, 178.1effects of clay admixture,149.1mixes, 154.1prestressed bond, 229.1quality and economy, 154.1railway slabs, 240.1shrinkage of, 167.1slag, 200.1tensile strength, 182.1two-way reinforced slabs, 176.1with different aggregates,156.1with different cements, 159.1with high percentage of

reinforcement, 160.1with weight of 271 lb. per

cubic foot, 200.1

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237.24

SUBJECT INDEX (cont'd)

Connectionsbolted, 243.1flexible welded angle, 192.1restraint, 191.1seat angle, 165.1, 166.1semi-rigid, 185.1, 191.1welded beam,194.1welded beam to column, 143.1, 174.1, 233.1we1ded'bui1ding, 196.1welded rigid, 242.1

Cover Plates, 144.1, 244.1Cranes

girders, 193.1truss I-beam, 193.1

DamsHill's Creek, 219.1-Little Pine~Creek, 222.1, 228.1

Dissipatorsbucket-type energy, 260.1, 262.1

Dowels, 200.1

Fastenersmaterial, 243.1tension, 243.1

Fatiguebutt-welded joints, 265.1railway slabs, 240.1

Flexurereinforced beams, 147.1

Framescontinuous, 205G.1gabled, 205D.1industrial, 205D.1portal, 205D.1rigid steel, 181.1, 205B.1rotation capacity, 268.1single bay, 205D.1single-span, 205D.1, 268.1welded building, 185.1wind stresses in buildings, 236.2

Girders~, 193.1built-up, 211.1, 215.1crane, 193.1plate, 211.1, 215.1with inclined stiffeners, 177.1

Influence Surfaces, 264.1

Jointsbolted structural, 243.1butt-welded, 265.1cromansi1 steel, 200.1highway, 200.1

Ladleshot metal, 202.1crane ladle hooks, 206.1

Lintels, 230.1Loads

equipment trials, 246.1lateral - brick wall, 246.1tangential sine-series, 202.1tensile-type on welded knees, 242.1transverse symmetric concentrated,

202.1repeated, 205G.1

Membrane Analogy, 161.1

Permeability Measurement, 149.1Photoe1astic Methods, 165.1, 180.1,206.1Plastic

behavior of wide- flange beams, 203.1design - box sections, 247.1moment of beams, 205B.2

Platesorthotropic, 264.1pin-connected, 188.1sectorial, 264.1stiffened, 197.1

Plate Girders, 177.1, 211.1, 215.1Poisson's Ratio, 157.1, 205B.1Pressure Vessels, 200.1, 208.1

Ringscircular, 202.1oval, 202.1

Ropessee cables

Rotation Capacity, 268.1

Shearing Strength of Beams, 205B.2Shells, Cylindrical, 213.1Slabs

influence surfaces formoments in, 264.1

railway, 240.1two-way reinforced, 176.1

Slate, 142.1

237.24

SUBJECT INDEX (cont'd)

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Soilschemically treated, 258.1granular, 258.1

SpillwayHill's Creek Dam, 219.1Antietam Dam shaft, 225.1

Steelscromansil, 200.1drawing operations, 187.1high strength "T-l", 272.1high yield point, 183.1structural and alloy steel propet~ies

157.1,163.1Stresses

beam, 147.1control-cylinder, 147.1in 20-ton crane, 230.2residual, 144.1, 205B.2structural significance of, 188.1

Tankssee pressure vessels

Testing Machinescapability doubled, 162.1five million pound, specifications, 236.2installation of, 236.1torsional, 750,000 in-lb, 161.1torsional, 2,000,000 in~lb, 209.1

Timber, Prestressed, 231.1

Torsionbuilt-up column sections, 221.1of built-up girders, 211.1, 215.1structural beams in, 169.1

Towers, Transmission, 175.1Transition Test, 209.1

Vibrationeffect on cables, 201.1

Vierendeel Truss, 180.1Viscosity

influence on centrifugal pump, 199.1

Web Buckling, 155.1Web Crippling, 158.1, 195.1Welds

covered electrode, 190.1effect of current, 145.1fillet, 164.1, 168.1in continuous structures, 174.1plug and slot, 179.1

Wheelsloaded spoked vehicle, 165.1

Wiresbond of, 229.1cold-drawn steel, 187.1fatigue properties, 187.1zinc-coated steel, 187.1

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REPORTS ON COMPLETED PROJECTS - Lehigh University

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Transcript of REPORTS ON COMPLETED PROJECTS - Lehigh University